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《Railway Engineering》 2015-09
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Design scheme of deep foundation pit support of transfer metro station taking advantage of existing station as gravity retaining wall

YAO Yanming;ZHAO Yu'e;Ningbo Urban Rail Transit Management Department;Zhejiang Huazhan Institute of Engineering Research and Design;  
The transfer node of the "T " shaped Daqing Bridge transfer metro station in Ningbo rail transit line 1 was constructed synchronously,the underground two storey building of the line 1 station was built,the later transfer metro station of line 4 is a underground three storey building,and the deep foundation pit construction of later metro station needs the protection of existing stations.The influence of the different foundation pit support design scheme on the deformation and internal force of existing station was analyzed by using three-dimension finite element,the reasonable support plan was determined,and the calculation results and the monitoring data were compared.The results showed the deformation of the station caused by foundation pit excavation could be reduced efficiently due to the big whole longitudinal stiffness of the existing station,the inclined brace of the foundation pit don't need to be set for the existing station structure during foundation pit excavation,which means using existing railway station structure as a gravity retaining wall could reduce the construction process and shorten the construction cycle effectively.
【Fund】: 宁波市社会发展领域科技攻关项目(2014C50036)
【CateGory Index】: TU473;TU753
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